An Effectiveness of Temperature-Dependency Thermal Properties in Transient Thermal Analysis of Concrete Structures Exposed to Fire

화재시 콘크리트의 열특성계수가 비정상 열전달해석에 미치는 영향

This paper is currently being conducted to develop a nonlinear finite element analysis methods for predicting the structural behavior of reinforced concrete structures, exposed to fire. The changes in thermal parameters are discussed from the point of view of changes of structure and chemical composition due to the high temperature exposure. Although, this study considers codes standard fire for reinforced concrete frame, any other time-temperature relationship can be easily incorporated.